Effects of Loading Protocol on the Cyclic Response of Woodframe Shearwalls-Reference-Cited by-同舟云学术

Effects of Loading Protocol on the Cyclic Response of Woodframe Shearwalls

Published:2003-10 Issue:10 Volume:129 Page:1384-1393
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gatto Kip¹,Uang Chia-Ming²

Affiliation:

1. Engineer, Wiss, Janney, Elstner Associates, Inc., Seattle WA 98104; formerly, Graduate Research Assistant, Univ. of California, San Diego, La Jolla, CA 92093.

2. Professor of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A10%281384%29

Reference15 articles.

1. ASTM. (1995a). “E 72-Standard test methods of conducting strength tests of panels for building construction.” Annual book of standard American Society for Testing and Materials West Conshohocken Pa.

2. ASTM. (1995b). “E 564-Static load test for shear resistance of framed walls for buildings.” Annual book of standard American Society for Testing and Materials West Conshohocken Pa.

3. Comparison of Static and Dynamic Response of Timber Shear Walls

4. Dolan J. D. (1999). “Code development for seismic design of woodframe structures: Testing needs.” Proc. Invitational Workshop on Seismic Testing Analysis and Design of Woodframe Construction Pub. No. W-01 California Universities for Research in Earthquake Engineering Richmond Calif. 9–14.

5. Earthquake Engineering Research Institute (EERI). (1995). Earthquake spectra Supplement C to Volume 11 Northridge Earthquake Reconnaissance Rep. Vol. 1 Oakland Calif.

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